JP4750647B2 - Thermal insulation structure - Google Patents
Thermal insulation structure Download PDFInfo
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- JP4750647B2 JP4750647B2 JP2006223558A JP2006223558A JP4750647B2 JP 4750647 B2 JP4750647 B2 JP 4750647B2 JP 2006223558 A JP2006223558 A JP 2006223558A JP 2006223558 A JP2006223558 A JP 2006223558A JP 4750647 B2 JP4750647 B2 JP 4750647B2
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/003—Balconies; Decks
- E04B1/0038—Anchoring devices specially adapted therefor with means for preventing cold bridging
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B30/00—Energy efficient heating, ventilation or air conditioning [HVAC]
- Y02B30/90—Passive houses; Double facade technology
Description
本発明は、支持構造部材と被支持構造部材との間、特に建物部分とこの建物部分から張り出した外側部分との間の断熱を行うための断熱構造であって、これらの2つの構造部材の間に配置される断熱体と、この断熱体を貫通して双方の構造部材に連結される補強筋とから成り、前記補強筋として少なくとも耐せん断荷重補強筋が配設され、これらの耐せん断荷重補強筋は断熱体の内部において互いに平行な垂直面内を実質的に斜めに延設され、双方の構造部材との連結のため、前記支持構造部材の側に延設した上部延設部分と、被支持構造部材の側に延設した下部延設部分との間の移行領域で屈曲し、これらの上部延設部分及び下部延設部分は上記垂直面内の高さの異なる位置において断熱体から水平に突出する部分と連結するものに関する。 The present invention provides a heat insulating structure for performing heat insulation between a supporting structural member and a supported structural member, in particular, between a building portion and an outer portion projecting from the building portion. It comprises a heat insulator disposed between and a reinforcing bar that penetrates the heat insulator and is connected to both structural members, and at least a shear load reinforcing bar is disposed as the reinforcing bar, and these shear loads Reinforcing bars extend substantially diagonally in vertical planes parallel to each other inside the heat insulator, and for connection with both structural members, an upper extending portion extending to the side of the supporting structural member, Bending at the transition region between the lower extension portion extending to the supported structural member side, and these upper extension portion and lower extension portion are separated from the heat insulator at different heights in the vertical plane. Related to connecting parts that protrude horizontally
この種の断熱構造はずっと以前から使用されてきており、通例厚さ8cmの断熱体を有している。この断熱体は、特に階層天井のような建物部分から張り出した外側部分例えばバルコニーに対して介在している。この8cmの厚さの断熱体は、通常建物壁面に配設される従来の外側断熱材の厚さに相当している。ただし、近年において外断熱材の厚さは省エネ規制の結果ますます厚くなってきており、この間に、省エネ住宅(パッシブハウス:Passivhaus)の断熱材の厚さは約20cmまでになってきている。断熱体の厚さが8cmしかない公知の断熱構造は省エネ住宅に求められる要件を満たさないことは明らかであり、その結果、外側張出し部分たとえば特にバルコニーの設置をまったく断念するかまたは外側張出し部分領域の断熱不足を意図的に甘受しなければならないことになる。 This type of insulation structure has been used for a long time and typically has an insulation of 8 cm thickness. This heat insulator is interposed in particular for an outer part such as a balcony protruding from a building part such as a hierarchical ceiling. This 8 cm-thick heat insulator corresponds to the thickness of a conventional outer heat insulating material normally disposed on the wall surface of a building. However, in recent years, the thickness of the outer heat insulating material is becoming thicker as a result of the energy saving regulations, and during this time, the thickness of the heat insulating material in the energy saving house (passive house: Passivhaus) is about 20 cm. It is clear that the known insulation structure with an insulation thickness of only 8 cm does not meet the requirements for energy-saving houses, and as a result, abandoning any part of the outer overhang, in particular the balcony, or the outer overhang area The lack of thermal insulation must be deliberately accepted.
上記から出発して本発明の目的は、省エネ住宅への取り付けに適した、しかもこの条件下で構造力学的特性が損なわれることのない、技術分野の欄で説明されたタイプの断熱構造を提供することである。というのも、上記の耐せん断荷重補強筋は約45°の角度で取り付けられる場合にのみ最適な特性を達成する。断熱体の厚さをより大きくするためにこの角度をもっとフラットにすると、耐せん断荷重補強筋は相応して“軟弱”となり、もはや構造力学的要件が完全には満たされなくなると考えられるからである。 Starting from the above, the object of the present invention is to provide a thermal insulation structure of the type described in the technical field, which is suitable for installation in an energy-saving house and in which the structural mechanical properties are not impaired under these conditions It is to be. This is because the shear load reinforcement described above achieves optimum properties only when mounted at an angle of about 45 °. If this angle is made flatter to increase the thickness of the insulation, the shear load reinforcement will be correspondingly “soft” and the structural mechanical requirements will no longer be fully met. is there.
前記課題を解決するため、支持構造部材と被支持構造部材との間に配置される断熱体(2)と、この断熱体(2)を貫通して双方の構造部材に連結される補強筋(4,5,6)と、を備え、前記支持構造部材と前記被支持構造部材との間の断熱を行う断熱構造であって、前記補強筋として少なくとも、互いに平行な垂直面内に配設される複数の耐せん断荷重補強筋(6)を有し、前記耐せん断荷重補強筋(6)は、前記断熱体(2)の内部において前記垂直面内を実質的に斜めに延設され、双方の構造部材との連結のため、前記支持構造部材の側に延設した上部延設部分(6a)と、被支持構造部材の側に延設した下部延設部分(6c)との間の移行領域で屈曲し、前記上部延設部分(6a)及び前記下部延設部分(6c)は、前記垂直面内の高さの異なる位置において、前記断熱体(2)から水平に突出する部分と連結するものにおいて、前記断熱体(2)は、前記支持構造部材に対向した側で、前記耐せん断荷重補強筋(6)の上部延設部分(6a)へ移行すべく前記断熱体(2)から突出する複数の上部突き出し箇所(6f)に対応する部分の夫々に切欠溝(7)を形成した突出部(3)を有し、前記突出部(3)は、前記支持構造部材の側に延出して、水平に突出した耐せん断荷重補強筋区域としての前記上部延設部分(6a)の領域にまで達し、屈曲した耐せん断荷重補強筋区域としての屈曲部分(6d)を側方から包囲している。
In order to solve the above-mentioned problem, a heat insulator (2) disposed between a supporting structural member and a supported structural member, and reinforcing bars (through the heat insulating body (2) and connected to both structural members ( 4, 5, 6), and a heat insulating structure that performs heat insulation between the supporting structural member and the supported structural member, and is disposed at least in vertical planes parallel to each other as the reinforcing bars. A plurality of shear load reinforcing bars (6), the shear load reinforcing bars (6) extending substantially obliquely in the vertical plane inside the heat insulator (2), Transition between an upper extension portion (6a) extending toward the support structural member and a lower extension portion (6c) extending toward the supported structural member for connection to the structural member. The upper extension part (6a) and the lower extension part (6c) are bent in the region, In a portion that is connected to a portion that protrudes horizontally from the heat insulating body (2) at a position having a different height, the heat insulating body (2) is on the side facing the support structure member, and the shear load reinforcing bar ( the heat insulator (2) projecting portion to form a switching Ketsumizo (7) to each of the portions corresponding to the plurality of upper projecting portion projecting (6f) from order to migrate the upper extending portion to (6a) of 6) ( 3), and the protrusion (3) extends to the side of the support structure member and reaches the region of the upper extension portion (6a) as a shear-proof reinforcing bar area protruding horizontally. The bent portion (6d) as a bent shear load reinforcing bar area is surrounded from the side.
この断熱構造は、支持構造部材と被支持構造部材との間、特に建物部分とこの建物部分から張り出した外側部分との間に用いられ、特に省エネ住宅(パッシブハウス:Passivhaus))に適用するように意図されている。 This heat insulating structure is used between a supporting structural member and a supported structural member, in particular, between a building part and an outer part protruding from the building part, and is particularly applied to an energy saving house (passive house). Is intended.
上記構成によって初めて、たとえば通例8cmの厚さの断熱体になお不足している厚さを補う突出部を通例の断熱体に継ぎ足すことにより、省エネ住宅に必要とされる15cm以上の厚さ、特に約20cmの厚さを有した断熱体を提供することが可能になる。この突出部のうち、耐せん断荷重補強筋の上部延設部分と連結される部分が突き出る領域にそれぞれ切欠溝を有している。この切欠溝により、耐せん断荷重補強筋の屈曲部分は同所に注入されるコンクリートに埋め込まれ、この補強筋は構造力学的に十分に補強支持されることになる。これにより、一方で断熱性、他方で耐せん断荷重補強筋の構造力学的機能を実質的に損なうことなく、断熱体の内部において耐せん断荷重補強筋の45°という最適な配向を保持することができる。また、15cm以上の厚さ全体にわたって絶縁材で包囲された耐引張り荷重補強筋および耐圧縮荷重補強筋の構造力学的特性も、コンクリートに支持されていない長手部分の拡大によって実質的に悪化することもない。 For the first time by the above configuration, for example, by adding a protrusion that compensates for the thickness that is still insufficient to a heat insulator of a typical thickness of 8 cm to a heat insulator of the usual, a thickness of 15 cm or more required for an energy-saving house, In particular, it is possible to provide a thermal insulator having a thickness of about 20 cm. Each of the protrusions has a notch groove in a region where a portion connected to the upper extension portion of the shear load reinforcing bar protrudes. By this notch groove, the bent portion of the shear load reinforcing bar is embedded in the concrete injected into the same place, and the reinforcing bar is sufficiently reinforced and supported structurally. Thus, the optimum orientation of 45 ° of the shear load reinforcing bar can be maintained inside the heat insulating body without substantially impairing the structural mechanical function of the heat insulating property on the one hand and the shear load reinforcing bar on the other side. it can. In addition, the structural mechanical properties of the tensile load reinforcement and the compression load reinforcement that are surrounded by an insulating material over the entire thickness of 15 cm or more are also substantially deteriorated by the expansion of the longitudinal portion that is not supported by the concrete. Nor.
好適には、突出部は実質的に直方体状に形成されて、断熱体と同じ高さかつ同じ長さをもつ寸法とされ、隣接する突出部によって作り出される耐せん断荷重補強筋突き出し領域は、耐せん断荷重補強筋の配置領域においてほぼ長方形の水平断面を示すとともに、ほぼ扇状垂直断面を示す形状をもつ切欠溝となっている。これにより、この切欠溝に注入されたコンクリートと隣接コンクリート構造部材との最適な結合が保証され、かつ、耐せん断荷重補強筋の十分安定したコンクリート内定着が可能になる。 Preferably, the protrusion is formed substantially in the shape of a rectangular parallelepiped and is sized to have the same height and the same length as the thermal insulator, and the shear load reinforcement bar protrusion region created by the adjacent protrusion is In the arrangement region of the shear load reinforcing bars, a substantially rectangular horizontal cross section is formed, and a notch groove having a substantially fan-shaped vertical cross section is formed. As a result, the optimum connection between the concrete poured into the notch and the adjacent concrete structural member is ensured, and sufficiently stable anchoring of the shear load reinforcing bar in the concrete is possible.
断熱体の厚さ全体、即ち、もともとの断熱体に突出部の厚さを加えた厚さが20cm程度であれば、これは、通例の構造部材と断熱体とが同程度の高さを有する場合に、全体として少なくとも部分的にはほぼ正方形の垂直断面をもたらす。 If the total thickness of the heat insulator, that is, the thickness of the original heat insulator plus the thickness of the protrusion is about 20 cm, this means that the usual structural member and the heat insulator have the same height. In some cases, the overall result is a vertical cross-section that is at least partially square.
突出部に形成されている耐せん断荷重補強筋の上部延設部分の突き出し領域内、つまり断熱体の切欠溝の内部には、一方で、隣接支持構造部材の現場打設コンクリートを流し込むこができる。この場合、断熱体は通例の方法で盲型枠として機能する。尚、切欠溝に材料特性の異なったコンクリート、特に高力コンクリートないし高性能コンクリートを充填することが可能である。これは断熱構造の取り付け前、特に構造部材の製作会社に委ねて行われるのが好適である。通常の鉄筋コンクリートに比較して断熱特性の優れた高性能コンクリートの使用により、切欠溝領域における断熱体厚さの部分的減少―これは相応した断熱特性低下につながる―が補償される。
以下、図面を参照し、実施形態の詳細な説明によって本発明のその他の特徴ならびに利点が明らかにされる。
On the other hand, on-site cast concrete of adjacent support structure members can be poured into the protruding region of the upper extension part of the shear load reinforcing bar formed in the protruding part, that is, inside the notch groove of the heat insulating body. . In this case, the thermal insulator functions as a blind frame in the usual way. It is possible to fill the notch groove with concrete having different material characteristics, particularly high strength concrete or high performance concrete. This is preferably done prior to the installation of the insulation structure, in particular left to the construction company of the structural member. The use of high-performance concrete with better thermal insulation compared to normal reinforced concrete compensates for a partial reduction in insulation thickness in the notch groove area, which leads to a corresponding reduction in thermal insulation characteristics.
Hereinafter, other features and advantages of the present invention will become apparent from the detailed description of the embodiments with reference to the drawings.
図1および図2に示した断熱構造1は、同じ絶縁材料から一体成形された突出部3を備えた断熱体2ならびにこの断熱体2を横断する複数の補強筋、つまり、上部断熱体領域を水平方向に走る耐引張り荷重補強筋4、下部断熱体領域を水平方向に走る耐圧縮荷重補強筋5ならびに耐せん断荷重補強筋6を有する。この耐せん断荷重補強筋6は、断熱体の内部において互いに平行な垂直面内を実質的に斜めに延設した斜め延設部分6bと、支持構造部材側に延設した上部延設部分6aと被支持構造部材側に延設した下部延設部分6cとを有する。この耐せん断荷重補強筋6は、支持構造部材と被支持構造部材としての隣接する2つのコンクリート構造部材との連結のため、支持構造部材側に延設した上部延設部分6aと被支持構造部材側に延設した下部延設部分6cとの間の移行領域である部分で屈曲してある。これらの上部延設部分6aおよび下部延設部分6cは、それぞれ断熱体から水平に突出する部分を有する上側屈曲部分6dおよび下側屈曲部分6eと、上記の垂直面内の高さの異なる位置において連結されている。
The
突出部3は断熱体2のうち支持構造部材に対向した側で配置され、かつ、切欠溝7を有する。この切欠溝は、長方形状水平断面と扇状垂直断面とを備えており、耐せん断荷重補強筋6の斜め延設部分6bの上部突き出し箇所6fを包囲するコンクリート注入溝として形成されている。
The
図2に示した断熱構造1の平面図から、突出部3は耐せん断荷重補強筋6の領域にのみ切欠溝7を有しているに過ぎない。このため、切欠溝7に隣接する、耐引張り荷重補強筋4が貫通する側方の中実突出部8は、耐せん断荷重補強筋を屈曲させた区域としての上側屈曲部分6dを包囲していることが理解される。これにより、断熱体2は突出部3と一体化して最大厚さDを有することになる。こうしてこの断熱構造の断熱特性は適切に改善される。他方で、コンクリートが注入された切欠溝7は耐せん断荷重補強筋6を十分に支持することになる。これにより、耐せん断荷重補強筋6の斜め延設部分6bの非支持部分は適切に減少させられ、たとえば厚さ8cmの断熱体を有した従来の断熱構造とおおよそ同等になる。こうして、耐せん断荷重補強筋の斜め延設部分の約半分は切欠溝の内部のコンクリートによって包囲・支持される一方で、斜め延設部分の他の約半分は補助的な支持なしで断熱体を貫通することになる。
From the plan view of the
本発明は、耐せん断荷重補強筋の斜め延設部分の主要部がコンクリートによって包囲、支持されることにより、断熱特性が著しく改善されると同時に、構造力学的特性が損なわれないか、もしくは殆ど損なわれることのない断熱構造を提供するという利点を供する。 In the present invention, the main part of the diagonally extending portion of the shear load reinforcing bar is surrounded and supported by the concrete, so that the heat insulation characteristics are remarkably improved, and at the same time, the structural mechanical characteristics are not impaired, or almost It offers the advantage of providing an unbroken insulation structure.
尚、特許請求の範囲の項に図面との対照を便利にするために符号を記すが、該記入により本発明は添付図面の構造に限定されるものではない。 It should be noted that reference numerals are used in the claims to make the comparison with the drawings convenient, but the present invention is not limited to the structure of the attached drawings by the entry.
1 断熱構造
2 断熱体
3 突出部
6 耐せん断荷重補強筋
6a 上部延設部分
6c 下部延設部分
6d 折り曲げ部分
6f 上部突き出し箇所
7 切欠溝
DESCRIPTION OF
Claims (8)
前記補強筋として少なくとも、互いに平行な垂直面内に配設される複数の耐せん断荷重補強筋(6)を有し、
前記耐せん断荷重補強筋(6)は、前記断熱体(2)の内部において前記垂直面内を実質的に斜めに延設され、双方の構造部材との連結のため、前記支持構造部材の側に延設した上部延設部分(6a)と、被支持構造部材の側に延設した下部延設部分(6c)との間の移行領域で屈曲し、
前記上部延設部分(6a)及び前記下部延設部分(6c)は、前記垂直面内の高さの異なる位置において、前記断熱体(2)から水平に突出する部分と連結するものにおいて、
前記断熱体(2)は、前記支持構造部材に対向した側で、前記耐せん断荷重補強筋(6)の上部延設部分(6a)へ移行すべく前記断熱体(2)から突出する複数の上部突き出し箇所(6f)に対応する部分の夫々に切欠溝(7)を形成した突出部(3)を有し、
前記突出部(3)は、前記支持構造部材の側に延出して、水平に突出した耐せん断荷重補強筋区域としての前記上部延設部分(6a)の領域にまで達し、屈曲した耐せん断荷重補強筋区域としての屈曲部分(6d)を側方から包囲している断熱構造。 A heat insulator (2) disposed between the supporting structural member and the supported structural member, and reinforcing bars (4, 5, 6) penetrating the heat insulating body (2) and connected to both structural members; A heat insulating structure that performs heat insulation between the supporting structural member and the supported structural member,
As the reinforcing bars, at least a plurality of shear load reinforcing bars (6) disposed in vertical planes parallel to each other,
The shear load reinforcing bar (6) extends substantially obliquely in the vertical plane inside the heat insulating body (2), and is connected to both structural members for the side of the supporting structural member. Bent at the transition region between the upper extended portion (6a) extended to the lower extended portion (6c) extended to the supported structural member side,
The upper extension part (6a) and the lower extension part (6c) are connected to a part projecting horizontally from the heat insulator (2) at different heights in the vertical plane.
The thermal insulator (2) has a plurality of protrusions protruding from the thermal insulator (2) so as to move to the upper extension portion (6a) of the shear load resistant reinforcement (6) on the side facing the support structure member . a projecting portion forming a switching Ketsumizo (7) to each of the portion corresponding to the upper projecting portion (6f) to (3),
The projecting portion (3) extends to the side of the support structure member, reaches the region of the upper extension portion (6a) as a horizontally projecting shear load reinforcing bar area, and is bent in a shear resistant load. A heat insulating structure that surrounds the bent portion (6d) as a reinforcing bar area from the side.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102005039025A DE102005039025A1 (en) | 2005-08-18 | 2005-08-18 | Component for thermal insulation |
DE102005039025.0 | 2005-08-18 |
Publications (2)
Publication Number | Publication Date |
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JP2007051543A JP2007051543A (en) | 2007-03-01 |
JP4750647B2 true JP4750647B2 (en) | 2011-08-17 |
Family
ID=37697301
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2006223558A Expired - Fee Related JP4750647B2 (en) | 2005-08-18 | 2006-08-18 | Thermal insulation structure |
Country Status (6)
Country | Link |
---|---|
US (1) | US7823352B2 (en) |
JP (1) | JP4750647B2 (en) |
CN (1) | CN1916308A (en) |
CA (1) | CA2556123C (en) |
DE (1) | DE102005039025A1 (en) |
RU (1) | RU2393304C2 (en) |
Families Citing this family (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102007014925A1 (en) | 2007-03-22 | 2008-09-25 | Bert Kolpatzik | Component system for thermal insulation |
DE102007014926A1 (en) * | 2007-03-22 | 2008-09-25 | Bert Kolpatzik | Elementization of a component system for thermal insulation |
DE102007014927A1 (en) | 2007-03-22 | 2008-09-25 | Bert Kolpatzik | Component system for thermal insulation |
US8484907B2 (en) * | 2008-11-04 | 2013-07-16 | Integrated Structures, Inc. | Methods and apparatus for a building roof structure |
US8973317B2 (en) | 2013-05-13 | 2015-03-10 | James Larkin | Thermal break for concrete slab edges and balconies |
DE102016124736A1 (en) * | 2016-12-19 | 2018-06-21 | Schöck Bauteile GmbH | Component for thermal insulation |
EP3385462B1 (en) * | 2017-04-05 | 2020-03-04 | HALFEN GmbH | Thermally insulating component |
CN111321801B (en) * | 2018-12-14 | 2023-08-01 | 力维拓有限责任公司 | Building and thermally insulating structural element for installation in a separation seam of a building |
CN114753566A (en) * | 2022-05-05 | 2022-07-15 | 易建网科技有限公司 | High resistant steel heat preservation connecting piece that waits |
Family Cites Families (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3495367A (en) * | 1965-12-21 | 1970-02-17 | Hideya Kobayashi | Precast lightweight reinforced concrete plank |
US3555753A (en) * | 1968-09-09 | 1971-01-19 | Charles R Magadini | Concrete slab joint construction |
FR2562933B1 (en) * | 1984-04-12 | 1988-10-07 | Ita Semada | PROCESS FOR CONSTRUCTING A CYLINDRICAL SILO AND SILO MANUFACTURED ACCORDING TO THIS PROCESS |
GB2161842B (en) * | 1984-05-19 | 1987-10-07 | Boyton System Buildings | Factory built buildings |
GB2169932A (en) * | 1985-01-17 | 1986-07-23 | Martin Rigby | Spacing bricks |
US4757656A (en) * | 1987-11-19 | 1988-07-19 | Powers Jr John A | Lintel system |
CH676615A5 (en) * | 1988-04-22 | 1991-02-15 | Bau Box Ewiag | |
AT395622B (en) * | 1989-06-05 | 1993-02-25 | Josef Fuhs | REINFORCEMENT FOR CONNECTING A BALCONY PLATE |
DE4302682A1 (en) * | 1993-02-01 | 1994-08-04 | Schoeck Bauteile Gmbh | Component for thermal insulation |
DE4341935C1 (en) | 1993-12-09 | 1995-04-20 | Schoeck Bauteile Gmbh | Structural element for heat insulation |
DE4342673A1 (en) * | 1993-12-15 | 1995-06-22 | Schoeck Bauteile Gmbh | Component for thermal insulation |
DE9417777U1 (en) | 1994-11-05 | 1995-01-05 | Dausend Hans Werner | Cantilever panel connection element |
DE19640652A1 (en) * | 1996-10-02 | 1998-04-09 | Schoeck Bauteile Gmbh | Component for thermal insulation |
WO1999001630A1 (en) * | 1997-07-03 | 1999-01-14 | Pfeifer Seil- Und Hebetechnik Gmbh & Co. | Device for linking reinforced concrete elements |
US6345473B1 (en) * | 2000-04-24 | 2002-02-12 | Charles Pankow Builders, Ltd. | Apparatus for use in the construction of precast, moment-resisting frame buildings |
US6588168B2 (en) * | 2001-04-17 | 2003-07-08 | Donald L. Walters | Construction blocks and structures therefrom |
JP3522255B2 (en) * | 2002-01-11 | 2004-04-26 | オリエンタル建設株式会社 | Seismic retrofitting structure and construction method that also renovates existing veranda |
JP3809439B2 (en) * | 2003-12-24 | 2006-08-16 | 日本カイザー株式会社 | Outer insulation method at the spring-out part |
-
2005
- 2005-08-18 DE DE102005039025A patent/DE102005039025A1/en not_active Withdrawn
-
2006
- 2006-07-21 RU RU2006126338/03A patent/RU2393304C2/en not_active IP Right Cessation
- 2006-08-14 CA CA2556123A patent/CA2556123C/en not_active Expired - Fee Related
- 2006-08-18 JP JP2006223558A patent/JP4750647B2/en not_active Expired - Fee Related
- 2006-08-18 US US11/506,220 patent/US7823352B2/en not_active Expired - Fee Related
- 2006-08-18 CN CNA2006101159311A patent/CN1916308A/en active Pending
Also Published As
Publication number | Publication date |
---|---|
RU2393304C2 (en) | 2010-06-27 |
CA2556123A1 (en) | 2007-02-18 |
RU2006126338A (en) | 2008-01-27 |
DE102005039025A1 (en) | 2007-02-22 |
JP2007051543A (en) | 2007-03-01 |
CN1916308A (en) | 2007-02-21 |
US20070039263A1 (en) | 2007-02-22 |
CA2556123C (en) | 2013-10-29 |
US7823352B2 (en) | 2010-11-02 |
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